Steel Section Catalog
SHS 50x1.0
EN — Square Hollow Section
Square Hollow Sections (SHS) are tubular profiles with equal sides, ideal for columns and compression members due to their uniform buckling resistance in all directions.
The SHS 50x1.0 steel profile weighs 1.5 kg/m (1.03 lb/ft), has a depth of 50 mm (1.97 in), flange width 50 mm (1.97 in). Cross-sectional area: 196 mm². Moment of inertia Ix = 7.85 cm⁴, Iy = 7.85 cm⁴.
Cross-section (not to scale)
Gauge equivalent: 1 mm ≈ 18 gauge (Manufacturers Standard Gage)
Dimensions
| Property | Metric | Imperial |
|---|---|---|
| Depth (h) | 50 mm | 1.97 in |
| Width (b) | 50 mm | 1.97 in |
| Thickness (t) | 1 mm | 0.04 in |
| Fillet radius (r) | 1.5 mm | 0.06 in |
| Weight | 1.5 kg/m | 1.03 lb/ft |
Section Properties
| Property | Metric | Imperial |
|---|---|---|
| Area (A) | 196 mm² | 0.304 in² |
| Moment of inertia (Ix) | 7.85 cm⁴ | 0.19 in⁴ |
| Moment of inertia (Iy) | 7.85 cm⁴ | 0.19 in⁴ |
| Elastic section modulus (Sx) | 3.14 cm³ | 0.192 in³ |
| Elastic section modulus (Sy) | 3.14 cm³ | 0.192 in³ |
| Plastic section modulus (Zx) | 3.6 cm³ | 0.220 in³ |
| Plastic section modulus (Zy) | 3.6 cm³ | 0.220 in³ |
| Radius of gyration (rx) | 2 cm | 0.787 in |
| Radius of gyration (ry) | 2 cm | 0.787 in |
Beam Calculator— SHS 50x1.0
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mfixed @ 0mfixed @ 6m→kN/m
Results — SHS 50x1.0
Mmax
15.0 kN·m
Vmax
15.0 kN
δmax
1074.84 mm
L/6
R115.0 kN| 15.0 kN·mR215.0 kN| -15.0 kN·m
Standard:
